New Optimal Cycle Length Formulation for Pretimed Signals at Isolated Intersections-Reference-Cited by-同舟云学术

New Optimal Cycle Length Formulation for Pretimed Signals at Isolated Intersections

Published:2004-09 Issue:5 Volume:130 Page:637-647
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Lan Chang-Jen¹

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., 325 McArthur, Coral Gables, FL 33146.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282004%29130%3A5%28637%29

Reference5 articles.

1. Casella G. and Berger R. L. (1990). Statistical inference Duxbury Press Belmont Calif.

2. Federal Highway Administration (FHWA). (2002). TSIS user manual Ver. 5.1 .

3. Roess R. P. McShane W. R. and Prassas E. S. (2001). Traffic engineering 3rd Ed. Prentice-Hall Englewood Cliffs N.J.

4. Transportation Research Board (TRB). (2000). Highway capacity manual National Research Council Washington D.C.

5. Webster F. V. and Cobbe B. M. (1958). “Traffic signals.” Road Research Technical Paper No. 39 Her Majesty’s Stationery Office London.

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